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3 M <br /> da <br /> d g <br /> 0 Q <br /> W Z 00 0 <br /> m m o <br /> d G �a <br /> i O N <br /> > N <br /> W a N <br /> O � <br /> Ty o <br /> Uy <br /> ws <br /> IJ w <br /> w transpogroup `V WHAT TRANSPORTATION CAN BE. <br /> 12131 113TH AVENUE NE,SUITE 203 <br /> KIRKLAND,WASHINGTON 98034 <br /> (TEL)425821-3665 <br /> (FAX)425 825-8434 <br /> 4 LEGEND _ NOTES <br /> E � A. VEHICLE SIGNAL HEAD. 1 ELEVATOR PLUMBIZER MOUNTING COUPLINGS INSTALLED BY <br /> B. TRAFFIC CONTROL SIGN. FABRICATOR AT OFFSET DISTANCE INDICATED BY CHART. <br /> 6 \X C. STREET NAME SIGN. <br /> 3 D. PRE-EMPT DETECTOR. 2 FIELD INSTALLED,ORIENTATION TO BE APPROVED BY ENGINEER,. <br /> K K K K 6 � E. LUMINAIRE. <br /> 2 2 TYPE 1 ��� F. SIGNAL MAST ARM. 3 SEE SPECIAL PROVISIONS FOR LUMINAIRE AND LUMINAIRE ARM <br /> 2 LUMINAIRE ARM �� G. POLE MOUNTED SIGNAL HEAD. TYPE. <br /> H. HANDHOLE. <br /> 0 6 TYPE 2 � J. PRE-EMPT INDICATOR 4 COIL 30"OF POLE AND BRACKET CABLE FOR CONNECTION BY PUD. <br /> LUMINAIRE ARM K. PEDESTRIAN SIGNAL HEAD. PROVIDE WASHER AND BUSHING TO SECURE WIRE PER <br /> O O N OI N N L. TERMINAL COMPARTMENT. WSDOT/APWA STD PLAN J-28.70. CX MHe <br /> `0 co X1 (MAST AIM LENGTN) M. PEDESTRIAN PUSH BUTTON(PPB)o R (TYPICAL OFFSET DISTANCE) 5 SEE WSDOT STANDARD PLAN 1-21.10 FOR BASE PLATE,REBAR,ANCHORBOaPth <br /> H H 1 A D STANDARDS ARE ALL FIXED BASE. <br /> L� h <br /> A B A B q H = 6 HEIGHT FROM FINISHED GRADE TO CENTER OF PEDESTRIAN PUSH <br /> PEDESTRIAN 2 B W ALLPON. LCJ <br /> T <br /> VEHICLE HEAD STANDARD PEDESTRIAN HEAD STANDARD PUSH BUTTON POST 1 w <br /> F o: 7 ALL POLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. <br /> TYPEI TYPE PS TYPE PPB L L J z <br /> U S <br /> I— 1 8 CONCRETE SHALL BE CLASS 3000 POURED IN PLACE WITH FORMING 2 clevela mell t Partners <br /> TYPICAL SIGNAL <br /> DEGREES CLOCKWISE TO .=J., ON THE TOP 3-1/2"AND ALL ABOVE GRADE PORTIONS OF THE p <br /> m <br /> ARM ATTACHMENT <br /> TYPICAL ATTACHMENT O FOUNDATION. <br /> POINT POINT FROM 0° w �} <br /> O BOTTOM OF SIGNAL HEADS <br /> o OR SIGNS(MIN CUR) j 9 SIZE AND NUMBER OF CONDUITS PER PLAN. <br /> SLOTTED HOLES NOT <br /> PERMITTED o 0 0 10 SAW CUT PAVING WHEN FOUNDATION IS IN EXISTING PAVED <br /> m <br /> PEDESTAL 5 CONNECT SYSTEM 11 BOLT CIRCLE O LIMITS OF VERTICAL K K SURFACE. <br /> GROU ND TO ~ CLEARANCE REQUIREMENTS <br /> i s0° w 11 BOLT CIRCLES AND ANCHOR BOLTS ACCORDING TO <br /> PEDESTAL GROUND O MINIMUM:16'-6" v4 <br /> ALL HAND HOLES SHALL M a MANUFACTURER'S SHOP DRAWINGS AND SPECS. <br /> STRAP < MAXIMUM 19'-O" a <br /> 12 BEAT 180°EXCEPT WHERE w x�f <br /> 0° 180, SPECIFIED OTHERWISE <br /> SVTOGROUNDRODA <br /> POLE ORIENTATION o I i 12 CONDUIT SHALL EXTEND 3"ABOVE FOUNDATION. <br /> SHED GRADE ANGLE(P.O.A.) nu POLE BASE DIA ¢ N z <br /> DEGREES CLOCKWISE FURTHEST OBJECT TO FACE OF CURB/SHOULDER 2 e0, z <br /> FROMOFFSET LINE TOOINT 11 BOLT HOLENCHOR OLTS AND1BASE PLATE2"RAD. 3MIN 7 LOCATION STATIONGROUND WIRE 4YJ8 <br /> FIRSTJBOX. FOR FOUNDATION DETAILS SEE DWG TD <br /> POLE ORIENTATION ATTACHMENT SIGNAL STANDARD WITH MAST ARM <br /> FOUNDATION DETAIL B AND BASE DETAIL <br /> FOR TYPE PPB,PS AND 1 TRAFFIC STANDARDS TYPE IIA(SINGLE ARM) TYPE IIIA(SINGLE ARM W/LUMINAIRE) TYPE SO(SPECIAL DESIGN) <br /> TYPE IIB(DOUBLE ARM) TYPE IIIB(DOUBLE ARM W/LUMINAIRE) (See Detail in Specifications) <br /> II <br /> u <br /> Q NN <br /> Z 0) <br /> Q <br /> U <br /> SIGNAL POLE SCHEDULE w <br /> m ' <br /> FIELD LOCATION MOUNTING HEIGHT MASTARM OFFSET MOUNTINGS FOR SIGNAL HEADS&SIGNS POLE ATTACHMENT POINT ORIENTATION ANGLE FROM P.O.A. MASTARM FOUNDATION w <br /> STATION OFFSET P.O.A. MASTARM LUMINAIRE R=OFFSET(FT)FROM PLOLC/LTO ATTACHMENT POINT W=WI NLOAD AREAS(FT SQ) WxR= LUMINAIRE MASTARM SIGHEAD HANDHOLE PRE-EMPT PEDHEAD TERMCAB PPB LENGTH DEPTH Q <br /> w z cc TYPE REMARKS/NOTES Q3: Q <br /> O Of O Y1 Y2 TOTAL E F G H J K M N (FT) (FT) Q w <br /> (ON LINE) (FT) ti (DEG) Al A2 A3 A4 AS B1 B2 B3 C D Al A2 A3 A4 AS B1 B2 B3 C = <br /> (FT) (FT) (FT Q) (DEG) (DEG) (DEG) (DEG) (DEG) (DEG) (DEG) (DEG) X1 X2 3'RD 4'RD/3'SQ 0 0 N <br /> STA.14+57 0 07 Q <br /> 2 SW 47.8 LT PPB* GALVANIZED FINISH 0 N d <br /> BROADWAYAVE MO <br /> STA.14+43 270 m Io O <br /> 3 SW 41.2 LT PPB* GALVANIZED FINISH <br /> BROADWAY AVE <br /> *PEDESTRIAN PUSHBUTTON POSTSHALL BE INSTALLED WITH BREAKAWAY COUPLING PER WSDOT STANDARD PLAN J-20.16-03 **INDICATES INSTALLTENON&CAP(FOR FUTURE USE) ALL POLES&MASTARMS ARE TO BE POWDER COATED OR PAINTED WITH"EVERETT GREEN"COATING RAL 6012 <br /> REVISION DATE REASON FOR ISSUE <br /> EFM�k` <br /> ,r <br /> S4M3 <br /> fSTER-.[[ <br /> fONAL,�,` <br /> SIGNAL_ POLE <br /> SCHEDULE <br /> CONSTRUCTION <br /> DOCUMENTS <br /> DATE PROJECT NUMBER <br /> 12.12.2022 21-056 <br /> APPROVED AS NOTED SHEET NUMBER <br /> a <br /> APPROVED T S O 2 <br /> By CHert at 8:35:49 AM,12/27/2022 <br />